41st Structures, Structural Dynamics, and Materials Conference and Exhibit 2000
DOI: 10.2514/6.2000-1396
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A proper orthogonal decomposition technique for the computation of nonlinear panel response

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Cited by 9 publications
(3 citation statements)
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“…Modes were generated as described by Eqs (9)(10)(11)(12)(13)(14) and ranked, in the traditional manner, by decreasing eigenvalue. The first 24 modes were kept for the analyses, and four reduced-order model simulations were 6, while Fig.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…Modes were generated as described by Eqs (9)(10)(11)(12)(13)(14) and ranked, in the traditional manner, by decreasing eigenvalue. The first 24 modes were kept for the analyses, and four reduced-order model simulations were 6, while Fig.…”
Section: Resultsmentioning
confidence: 99%
“…which can be simulated in time, using larger time steps [2,17,13] than the original equations of motion, with the intention of obtaining results functionally equivalent to those that would have been obtained from a full-order model simulation.…”
Section: Galerkin's Methods Applied To a Set Of 1st Order Odesmentioning
confidence: 99%
“…POD-based ROMs have also been applied in different forms to problems in many disciplines. Noteworthy achievements with POD-based ROMs include: the development of control models for unsteady flow (Park and Lee, 1998;Rediniotis et al, 1999), airfoil shape optimization Alonso, 2000, 2001), Euler analysis of unsteady flows driven by structural vibration (Pettit and Beran, 2000), and the study of nonlinear oscillations in flexible panels (Mortara and Beran, 2000). A review of relevant work is given by Beran and Silva, 2001.…”
Section: Introductionmentioning
confidence: 99%